The truss below is to be analyzed using the Method of Sections. Take P₁ 40k, P₂= 40k, P3-60k, a 20ft, h=15ft. P₂ P₁ SKA h a 1P3 P E
The truss below is to be analyzed using the Method of Sections. Take P₁ 40k, P₂= 40k, P3-60k, a 20ft, h=15ft. P₂ P₁ SKA h a 1P3 P E
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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How do i solve the attached trusses/civil engineering problem?
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*
The force in kip in member FG is mostly near
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Transcribed Image Text:The truss below is to be analyzed using the Method of Sections. Take P₁ - 40k, P2₂- 40k, P3-60k, a= 20ft, h=15ft.
*
The force in kip in member FG is mostly near
D
L
A
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